Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹10.4 L+₹1.0 L (11.1%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | JINU MATHEW KURIAN L2 | JITHIN ABRAHAM L1 |
|---|---|---|---|---|---|
| 1.00Road restoration work | |||||
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 90.57 | cum | 48.59 ₹4,400.8 Lowest | 48.59 ₹4,400.8 Lowest |
| 1.00 | 4.1.B.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-VI - For sub-base cum drainage layer - Mix in Place Method | 23.07 | cum | 2,950 ₹68,056.5 | 2,705.57 ₹62,417.5 Lowest |
| 1.00 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 23.07 | cum | 3,000 ₹69,210 | 2,722.61 ₹62,810.61 Lowest |
| 1.00 | OD40470/2024-2025:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 of MORD | 153.8 | per sqm | 235 ₹36,143 Lowest | 242.97 ₹37,368.79 |
| 1.00 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 101.25 | cum | 6,100 ₹6,17,625 | 5,418.64 ₹5,48,637.3 Lowest |
| 1.01 | 12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications<br> PCC Grade M15 ( Without formwork) <br> | 33.75 | cum | 6,800 ₹2,29,500 | 6,006.8 ₹2,02,729.5 Lowest |
| 1.01 | 10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | 276.75 | sqm | 40 ₹11,070 Lowest | 52.13 ₹14,426.98 |
Tender Value
₹11.1 L
EMD Value
₹27,650
Closing Date
27 Jun 2024, 6:00 pmClosed
AEE, PWD Roads Sub Division, Kottayam
AEE, PWD Roads Sub Division, Kottayam
Deposit work 2023 24 Restoration of trenching done by KWA for JJM at Manjamattom Kozhuvanal road between Ch 2 000 to 3 500km Work General Civil Work
2024_PWD_677173_1
PWD/RB/TR/21581/2023_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Pampady
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹27,650
25 Sept 2025
21 Jun 2024
1 Jul 2024
21 Jun 2024
27 Jun 2024
21 Jun 2024
Amount
Road restoration work
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
4.1.B.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-VI - For sub-base cum drainage layer - Mix in Place Method
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
OD40470/2024-2025:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 of MORD
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications<br> PCC Grade M15 ( Without formwork) <br>
10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.
JINU MATHEW KURIAN
Bidder Name
JINU MATHEW KURIAN
JITHIN ABRAHAM
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .